2211 Walley School-Interiors Package-Drawings-10.22.24.pdf

BREWSTER THORNTON

GROUP ARCHITECTS, LLP

PROJECT NUMBER

PROJECT ISSUE

PROJECT NAME

BTGA # 2211

10/22/2024

WALLEY SCHOOL

RENOVATION

260 HIGH STREET, BRISTOL, RI 02809

WALLEY SCHOOL

RENOVATIONS TO THE

ARCHITECT

CLIENT

TOWN OF BRISTOL

317 IRON HORSE WAY

SUITE 202

PROVIDENCE, RI 02908

BREWSTERTHORNTON.COM

401 . 861 . 1600

LOCUS MAP

10 COURT STREET

BRISTOL, RI 02809

INTERIOR PACKAGE

LANDSCAPE ARCHITECT

LANDSCAPE ELEMENTS, LLC

3288 POST ROAD

SUITE 2C

WARWICK , RI 02886

1. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS IN EFFECT AT THE PROJECT SITE.

2. DO NOT SCALE DRAWINGS. FIELD VERIFY ALL DIMENSIONS.

3. THE CONTRACTOR SHALL REPORT ANY AND ALL DISCREPANCIES TO THE ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING.

4. ALL DIMENSIONS OF NEW WORK ARE TO THE FACE OF CONCRETE AND MASONRY, AND THE CENTER OF STUDS AND FRAME OPENINGS U.N.O.

5. DIMENSIONS NOTED TO EXISTING PLANES SHALL REFER TO THE FINISHED SURFACE OF THE WALL, FLOOR, OR CEILING PLANE, UNLESS NOTED

OTHERWISE.

6. ALL ITEMS OF WORK ARE TO BE NEW UNLESS NOTED AS EXISTING.

7. CONTRACTOR SHALL VERIFY ALL DOOR AND WINDOW DIMENSIONS IN FIELD BEFORE PURCHASE.

8. ALL DRAWINGS ARE COMPLIMENTARY AND MUST BE USED AS A SET FOR COMPLETE CONSTRUCTION INFORMATION.

9. IT SHALL BE THE DUTY OF THE CONTRACTOR TO REQUEST FROM THE ARCHITECT ALL NECESSARY INTERPRETATION OF THE CONTRACT

DOCUMENTS.

10. DIMENSIONS AND ELEVATIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING STRUCTURES ARE THE BEST AVAILABLE DATA OBTAINABLE BUT ARE NOT GUARANTEED BY THE OWNER AND THE OWNER WILL NOT BE RESPONSIBLE FOR THEIR ACCURACY. THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL DIMENSIONS, GRADES, LINES, LEVELS, OR OTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK IS PERFORMED BY THE CONTRACTOR OR ANY OF HIS SUB-CONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF APPLICABLE DATA, ANY RESULTANT EXTRA COST FOR ADJUSTMENT OF WORK AS REQUIRED TO CONFORM TO EXISTING LIMITATIONS SHALL BE

ASSUMED BY THE CONTRACTOR WITHOUT REIMBURSEMENT OF COMPENSATION BY THE OWNER.

11. OMISSION FROM THE DRAWINGS AND SPECIFICATIONS OF ITEMS WHICH OBVIOUSLY ARE NEEDED TO PROPERLY PERFORM THE WORK, SUCH AS ATTACHMENTS, BOLTS, HANGERS, ETC., SHALL NOT RELIEVE THE CONTRACTOR FROM FURNISHING AND INSTALLING THEM. IT IS INTENDED THAT ALL DIMENSIONS AND FIGURES ON THE DRAWINGS SHALL AGREE. THE CONTRACTOR SHALL CONFIRM THEM BEFORE STARTING THE WORK AND SHALL

REPORT IN WRITING ALL DISCREPANCIES TO THE ARCHITECT FOR ADJUSTMENT.

12. PRIOR TO BEGINNING ANY MECHANICAL, ELECTRICAL, PLUMBING, OR FIRE PROTECTION WORK THE CONTRACTOR WILL PROVIDE COMPLETE CAD BASED COORDINATION DRAWINGS THAT CONFIRM ALL DESIRED CEILING HEIGHTS. ANY CONFLICTS THAT WILL AFFECT THE DESIGN INTENT OR DESIGNED CEILING HEIGHTS WILL BE REPORTED TO THE ARCHITECT PROMPTLY IN ADVANCE OF ENGAGING IN THE WORK.

13. AFTER THE CONTRACT HAS BEEN AWARDED, THE CONTRACTOR WILL SUBMIT A FULL BAR CHART TYPE SCHEDULE THAT WILL INDICATE ALL MAJOR AND MINOR MILESTONES FOR THE WORK. THE CONTRACTOR WILL ALSO SUBMIT A FULL SUBMITTAL AND SHOP DRAWING SCHEDULE FOR ALL

COMPONENTS.

14. ALL SUBMITTALS AND SHOP DRAWINGS WILL NEED TO BE STAMPED AS HAVING BEEN REVIEWED AND APPROVED BY THE CONTRACTOR FOR CONFORMANCE WITH THE PROJECT PRIOR TO SUBMITTING TO THE ARCHITECT. ANY SUBMITTAL WITHOUT THIS STAMP WILL BE PROMPTLY

REJECTED AND RETURNED.

15. CHECKING OF THE SUBMITTALS AND SHOP DRAWINGS BY THE ARCHITECT IS ONLY FOR LIMITED GENERAL CONFORMANCE WITH THE INFORMATION GIVEN AND DESIGN CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS FOR THE PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR QUANTITIES AND DIMENSIONS WHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOBSITE; CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, SEQUENCES, AND JOBSITE SAFETY; AND COORDINATION OF THEIR WORK WITH THAT OF THE OTHER TRADES.

16. CAREFULLY REVIEW THE SPECIFICATIONS FOR REQUIREMENTS RELATED TO FIELD APPROVED "MOCKUPS". ANY WORK BEGUN WITHOUT THE AUTHORIZATION OF AN APPROVED MOCKUP BY THE OWNER AND THE ARCHITECT IS AT THE CONTRACTOR'S RISK. UNSATISFACTORY WORK IS

SUBJECT TO POSSIBLE REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE.

17. IF DISCREPANCIES OCCUR BETWEEN THE DRAWINGS AND SPECIFICATIONS, CONSULT ARCHITECT FOR CLARIFICATION OF DESIRED METHOD. DURING THE BIDDING PHASE IF DISCREPANCIES ARE FOUND IN THE CONTRACT DOCUMENTS, CARRY THE AMOUNT OF WORK WHICH WOULD COME AT A

GREATER COST.

18. CERTIFY AS PART OF EACH APPLICATION FOR PAYMENT THAT THE PROJECT RECORD DOCUMENTS "AS-BUILTS" ARE CURRENT AT THE TIME OF THE APPLICATION SUBMITTED. SUCH DRAWINGS ARE REQUIRED TO BE CURRENT AS A CONDITION OF APPROVING ANY PAYMENT TO THE CONTRACTOR

OR SUB-CONTRACTOR.

GENERAL NOTESCOMMON ABBREVIATIONS

ABV ABOVE

A/C AIR CONDITION

ACC. ACCESS(IBLE)

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITY ACT

ADDL ADDITIONAL

ADJ. ADJUSTABLE (OR) ADJACENT

A/E ARCHITECT/ENGINEER

A.S.F ABOVE SUBFLOOR

A.F.F. ABOVE FINISH FLOOR

AHJ AUTHORITY HAVING JURISDICTION

AL./ALUM. ALUMINUM

ALT. ALTERNATE

ANOD. ANODIZED

ARCH. ARCHITECT(URAL)

A.P. ACCESS PANEL

APP. APPROXIMATE

APT APARTMENT

APPROX. APPROXIMATE

ASI ARCHITECT’S SUPPLEMENTAL

INSTRUCTION

AUTO. AUTOMATIC

AUX. AUXILIARY

BAS BUILDING AUTOMATION SYSTEM

BD BOARD

BDRM BEDROOM

BITUM. BITUMINOUS

BLDG BUILDING

BLW BELOW

BSMT BASEMENT

BOTT. BOTTOM

B.O.F BOTTOM OF FOOTING

B.O. BLOW OFF VENT

BLKG BLOCKING

BIT. BITUMEN OR BITUMENOUS

BLUEBD BLUEBOARD

(VENEER PLASTER BASE)

BRK BRICK

BRZ BRONZE

BTWN BETWEEN

CAB. CABINET

C.F.M.F. COLD-FORMED METAL FRAMING

CG COLUMN GRID

C.L. CENTER LINE

CLL CONTRACT LIMIT LINE

CLO CLOSET

CLG CEILING

CLR CLEAR(ANCE)

C.J. CONTROL JOINT

CMU CONCRETE MASONRY UNIT

CO CASED OPENING

COL. COLUMN

COMP. COMPRESS(ED), (ION). (IBLE)

CONC. CONCRETE

CONST. CONSTRUCTION

CONT. CONTINU(E), (OUS)

F.P. FIRE PROTECTION

F.RATING FIRE RATING

FR FIRE RETARDANT

FRP FIBERGLASS REINFORCED

PANELS

FT FEET

FTG FOOTING

FURN. FURNITURE

GA GAGE/GAUGE

GALV GALVANIZED

GB GRAB BAR

GL GLASS

GLAM GLUE LAMINATED BEAM

GLZ GLAZING

GWB GYPSUM BOARD

HC HANDICAP

HDF HIGH DENSITY FIBERBOARD

HM HOLLOW METAL

HDW HARDWARE

HOR. HORIZONTAL

HR HOUR

HT HEIGHT

IN. INCHES

INCL. INCLUDE(D),(ING)

INFO. INFORMATION

INSUL. INSULATION

INT. INTERIOR

J.C. JANITOR’S CLOSET

J-BOX JUNCTON BOX

JT JOINT

K.B. KNOX BOX

KIT. KITCHEN

LAB. LABORATORY

LAV. LAVATORY

LB POUND(S)

LCC SEE Z.C.C.

L.E.D. LIGHT EMITTING DIODE

LF LIGHT FIXTURE

L.H. LEFT HAND

LIB. LIBRARY

LIN LINOLEUM

LKR LOCKER

LVL LAMINATED VENEER LUMBER

LOC. LOCATION

LVR LOUVER

MACH. MACHINE

MAS. MASONRY

MAT. MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MED. MEDIUM

COORD. COORDINATE

CPT CARPET

CPR COPPER

C.T. CERAMIC TILE

C.U.H. CABINET UNIT HEATER

DBL DOUBLE

DEMO DEMO(LISH), (LITION)

DEG DEGREES

DET. DETAIL

D.F. DRINKING FOUNTAIN

DH DOUBLE HUNG

DIA. DIAMETER

DIAG. DIAGONAL

DIM. DIMENSION

DISP. DISPOSE

DN DOWN

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING

DWGS DRAWINGS

DX DUPLEX

EA. EACH

EL. ELEVATION

ELEC. ELECTRIC(AL)

ELEV. ELEVATOR

EMER. EMERGENCY

EMS EMERGENCY MANAGEMENT

SYSTEM

E.J. EXPANSION JOINT

EQ EQUAL

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EV EXHAUST VENT

EX. EXISTING

EXIST. EXISTING

EXG EXISTING

EXT. EXTERIOR

F.A. FIRE ALARM

F.A.R. FLOOR AREA RATIO

F.C.U. FAN COIL UNIT

F.D. FLOOR DRAIN

F.E. FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF&E FURNITURE, FIXTURE, AND

EQUIPMENT

FGL FIBERGLASS

FIN. FINISH

FIN.CLG FINISH CEILING

FIN.FLR FINISH FLOOR

FIN.SCH FINISH SCHEDULE

FIXT. FIXTURE

FLR. FLOOR

FLUOR. FLUORESCENT

FND. FOUNDATION

F.O. FACE OF _____________

(USE OF PUNCTUATION IS OPTIONAL)

MEMB MEMBRANE

MDF MEDIUM DENSITY FIBERBOARD

MIL MILLIMETER

MIN. MINIMUM

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

M.R. MOISTURE RESISTANT

MTL METAL

N.A. NOT APPLICABLE

NAT. NATURAL

N.C. NOISE CRITERIA

N.I.C. NOT IN CONTRACT

NKL NICKEL

NOM. NOMINAL

NO NUMBER

NR NOT RATED

N.R.C. NOISE REDUCTION COEFFICIENT

N.T.S. NOT TO SCALE

O.C. ON CENTER

O.H. OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

ORIG. ORIGINAL

OHD OVERHEAD

OZ. OUNCE

PCC PRE-CAST CONCRETE

PERP PERPENDICULAR

PL PLATE

PLAM PLASTIC LAMINATE

PNL PANEL

PNT PAINT

PPL PEOPLE

PTD PAINTED

PR PAIR

PREP PREPARATION

P.T. PRESSURE TREATED

PTN PARTITION

PWD PLYWOOD

P.V. PLUMBING VENT

Q.T. QUARRY TILE

R# RADIUS

R RISER

R.B. RESILENT BASE

RCP REFLECTED CEILING PLAN

R&D REMOVE & DISPOSE

R.D. ROOF DRAIN

RE: REFER TO

REF. REFER

REFR REFRIGERATOR

REQ. REQUIRE(D)

RES. RESILIENT

REV. REVISION

R.H. RIGHT HAND

RM ROOM

R.O. ROUGH OPENING

RWB RUBBER WALL BASE

SCHED. SCHEDULE

SD SIDE

SECT. SECTION

SF SQUARE FEET

S.GASKET SMOKE GASKET

SGL SAFETY GLASS

SHT SHEET

SHTH SHEATHING

SIM. SIMILAR

SPEC. SPEC (-IFIED) (-IFICATION)

SRL SUBMITTAL REVIEW LETTER

SQ. SQUARE

S.S. STAINLESS STEEL

S.S.M. SOLID SURFACE MATERIAL

STC SOUND TRANSMISSION COEFFICIENT

STD STANDARD

STOR. STORAGE

STL STEEL

STRUCT. STRUCTURAL

SUSP. SUSPEND(ED)

SYS. SYSTEM

T TREAD

T&G TONGUE AND GROOVE

TEL. TELEPHONE

TEMP TEMPORARY

TGL TEMPERED GLASS

THK THICK(NESS)

THRESH THRESHOLD

T.O. TOP OF ________________

T.O.F. TOP OF FOOTING

T.O.S. TOP OF SHELF

T.O.W. TOP OF WALL

TS TUBE STEEL

TSTAT THERMOSTAT

TYP. TYPICAL

TZ TERRAZZO

U.H. UNIT HEATER

U.N.O. UNLESS NOTED OTHERWISE

V.A.T. VINYL ASBESTOS TILE

VCT VINYL COMPOSITION TILE

VERT. VERTICAL

V.I.F. VERIFY IN FIELD

V.R. VAPOR RETARDER

W/ WITH

W.C. WATER CLOSET

WD WOOD

WDW WINDOW

WWF WELDED WIRE FABRIC

Z.C.C. ZINC COATED COPPER

@ AT

& AND

LEGEND

NAME

EL. ELEVATION

EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION

BENCHMARK ELEVATION

SPOT ELEVATION

ROOM NAME, MARK, AND

SQUARE FOOTAGE

DOOR MARK

WALL TYPE

WINDOW TYPE

KEY NOTE

A#

A#

EXISTING PARTITION

REVISION#

DETAIL KEY

A#

PHOTO SYMBOLX/#

CONCRETE

RIGID INSULATION

CONCRETE BLOCK

BRICK

DISTURBED EARTH

ENGINEERED WOOD (MDF, HDF,

ETC.)

PLASTIC/PVC

PLYWOOD

RUBBLE

WOOD

ASPHALT SHINGLES

GLASS, VERTICAL SURFACE

GLASS, SPECIALTY

MARBLE/ GRANITE

STEEL/METAL

WOOD SHINGLES

CULTURED STONE

BATT INSULATION

L.O.C.

LIMITS OF CONSTRUCTION

GYPSUM WALLBOARD

ACCESSORY MARK

REVISION CLOUDPROJECT NORTH SYMBOL

(DASHED INDICATES TRUE NORTH)

COLUMN GRID LINE

DETAIL

A#

NEW PARTITION

X

DETAIL OR ENLARGED

PLAN CALLOUT#

A#

MILLWORK

A#

ROOM NAME

FLOOR CHANGE LINE

DISCLAIMER: HATCH PATTERN SCALE ADJUSTS BY DRAWING SCALE. UNLESS NOTED OTHERWISE ON INDIVIDUAL DRAWINGS. SEE OTHER DESIGN DISCIPLINES FOR ADDITIONAL LEGEND & SCHEDULE

INFORMATION.

FIRE EXTINGUISHER CABINET

(F.E.C.)

A#

EXISTING CONSTRUCTION

UNDISTURBED EARTH

NORTH

X

X

X

## SF

FLOOR DRAINFD

FURNITURE TAGX-#

EPOXY

SHEET

JOB NO. DATE

ISSUE :

SHEET TITLE

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:2

:5

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G0.1

GENERAL

NOTES &

LEGEND,

DRAWING LIST,

AND COMMON

ABBREVIATIONS

#2211

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INTERIOR PACKAGE

DRAWING LIST

SHEET SHEET NAME

GENERAL

G0.0 COVER

G0.1 GENERAL NOTES & LEGEND, DRAWING LIST, AND COMMON ABBREVIATIONS

G0.2 CODE SUMMARY & EGRESS PLANS

LANDSCAPE

LA1.0 LANDSCAPE NOTES

LA2.0 LANDSCAPE DESIGN OVERVIEW

LA3.0 LANDSCAPE DETAILS SHEET 1

ARCHITECTURAL

A0.1 ACCESSORIES AND MOUNTING HEIGHTS

A0.2 WALL TYPES

A1.0 BASEMENT FLOOR PLAN

A1.1 FIRST FLOOR PLAN

A1.2 SECOND FLOOR PLAN

A1.3 REFLECTED CEILING PLANS

A1.4 FINISH PLANS

A2.1 EXTERIOR ELEVATIONS

A5.1 DETAILS

A5.2 CEILING DETAILS

A6.1 DOOR TYPES, FRAME TYPES, AND DOOR SCHEDULE

A6.2 WINDOW TYPES, WINDOW DETAILS, AND DOOR DETAILS

A6.3 FINISH SCHEDULE, SIGNAGE, & TRANSITION DETAILS

A7.0 INTERIOR ELEVATIONS

A7.1 INTERIOR ELEVATIONS

A7.2 INTERIOR ELEVATIONS

A7.3 INTERIOR STAIR ELEVATIONS

A7.4 INTERIOR ELEVATIONS

NO. REVISION DESCRIPTION DATE

F.E.C.

FD

LEGEND

1 HR SEPARATION

2 HR SEPARATION

1 HR CEILING

EGRESS ANNOTATION

(DIRECTION + # OCC.)

CAPACITY OF EGRESS

OPENING

CAPACITY = ##

EXISTING TO REMAIN

NEW CONSTRUCTION

FIRE

EXTINGUISHER F.E.

EGRESS PATH

ROOM NAME:

OCCUPANCY:

AREA: ###

ROOM NAMEROOM TAG:

NOTES

1. UNLESS OTHERWISE NOTED, DOOR CAPACITY IS

112 OCCUPANTS, ASSUMING A 36" DOOR.

APPLICABLE CODES

Rhode Island State Rehabilitation Building and Fire Code

Rhode Island State Building Code (2018 IBC with 2021 RI Amendments)

Rhode Island State Plumbing Code

(2018 IPC with 2021 RI Amendments) Rhode Island State Mechanical Code

(2018 IMC with 2021 RI Amendments)

Rhode Island Electrical Code (2020 NFPA 70 with 2021 RI Amendments)

Rhode Island Fire Safety Code

(2018 NFPA 2018 with RI Amendments) (NFPA 1-2018, with RI amendments)

Rhode Island Life Safety Code (RILSC)

(2018 NFPA 101 with RI Amendments) 2009 ICC/ANSI A117.1 Accessible and Useable Buildings and Facilities

2010 ADA Standards for Accessible Design

NFPA 10 Standard for Portable Fire Extinguishers Town of Bristol Zoning Ordinance

OCCUPANCY CLASS

Use/Occupancy

Occupancy Separation

HEIGHT & AREA REQUIREMENTS

None Required

Allowable Height & Area

Use Group

B

Allowable Height*

3 STORIES

Max Area**

* Values from Table 503 per Floor

** Frontage & Sprinkler System Height & Area Increases from Section 506

TYPES OF CONSTRUCTION

Construction Type: Type IIB (111) SBC Table 601

RILSC Table A8.2.1.2

23,000

Non-combustible

Building Elements

OCCUPANT LOADING

Business (B) 100 SF gross/person

REQUIRED REFERENCE

SBC (Table 1004.5)

RILSC (Table 7.3.1.2)

BUILDING INFORMATION

Municipality - Senior Center

Less Concentrated

Assembly (no fixed seating)

15 SF gross/person

ZONING INFORMATION

GI - Government and Institutional

379 Occupants

Minimum Number of Exits

Occupant load 1-500 requires minimum of 2 exits per story.

SBC 1006

FIRE & SMOKE PROTECTION

Rated Assemblies PROVIDED

Corridor Protection 0 HR required if occupant load is greater than 30 w/ automatic sprinkler system

SBC 1020

RILSC 38.3.6.1

Exit Stair Protection Minimum of 1 Hour provided at Enclosed Stair

SBC 1019

Travel Requirements

Common Path

Total Travel

100 ft.

300 ft.

PROVIDEDREQUIRED

Minimum 2 exits per story

Occupant load of greater than 50 requires minimum of 2 exits per space.

REQUIRED

Component

Structural Frame 0 HR

SBC REQ. FSC REQ.

SBC Table 601

RILSC 8.2

0 HR

Bearing Walls (Exterior) 0 HR 0 HR

Floor 0 HR 0 HR

Roof 0 HR 0 HR

Bearing Walls (Interior) 0 HR 0 HR

Nonbearing Walls 0 HR 0 HR

Proposed construction meets the minimum fire resistance requirements.

REFERENCE

REFERENCE

0 HR - Automatic Sprinkler

System provided

PROVIDEDREQUIRED

Minimum 1 Hour required where exits connect 3 or fewer stories.

PLUMBING CALCULATIONS

REQUIREDCODE

1 per 25 for the first 50. 1 per 50 for the remaining

Men Water Closets

Womens Water Closets

Lavatories

51 ft.

100 ft.

Dead End 50 ft. 21 ft.

Vertical Opening

Shafts <4 Stories 1 HR RILSC Table 8.65

SBC 1029.8

SBC TABLE 1020.4

SBC TABLE 1017.2

REFERENCE

Minimum 2 exits per space. Occupancy limited in second floor classroom to require only 1 exit

Minimum of 1 Hour provided at Stairs, mechanical shafts, and elevator

(SBC Table 2902.1)

CODE SUMMARY

Exercise Rooms (no equipment)

15 SF gross/person

Library Reading Rooms 50 SF gross/person

Kitchens 100 SF gross/person

Storage 300 SF gross/person

Total SF**

23,000

61 per 40 for the first 80. 1 per 80 for the remaining

PROVIDED

2 wc/2 urinals

6 wc

NOTES

No more than half the

Mens fixtures to be urinals

MEANS OF EGRESS

Egress Widths PROVIDED

.3"/occupant, but not less than 44" (36" if occupant load is less than 50)

SBC 1009.3Stairways (w/ sprinkler)

32" minimum clear width SBC 1010.1.136" minimum at each doorDoors

.2"/occupant, but not less than 44" (36" if occupant load is less than 50)

SBC 1020.2Corridors (w/ sprinkler) Minimum clear width provided is 60"

Existing Clear Width is

Max 4'-10"

REQUIRED

Drinking Fountains 41 per 100 4

Service Sinks 11 service sink 1

1 HR

A VERTICAL OPENING SERVING AS OTHER THAN AN EXIT ENCLOSURE,

CONNECTING ONLY TWO ADJACENT STORIES AND PIERCING ONLY ONE FLOOR,

SHALL BE PERMITTED TO BE OPEN TO ONE OF THE TWO STORIES

8.6.8 NFPA 101

REFERENCE

FIRE EXTINGUISHERS

Classification: Type ABC: 10lb: 4A:80B:C

NFPA 10

740 SF

UTILITY

3 OCC

365 SF

UTILITY

2 OCC

75 SF

UTILITY

1 OCC

75 SF

UTILITY

1 OCC

43 SF

N. STAIR

0 OCC

126 SF

S. STAIR

0 OCC

365 SF

UTILITY

2 OCC

1325 SF

STORAGE

5 OCC

FE

CAPACITY: 114

D E

A D

E N

D

UNEXCAVATED UNEXCAVATED

193 SF

ELECTRICAL

1 OCC

UP

UP

NOT AN EXIT. TO

EXISTING MANHOLE.

896 SF

BASEMENT

4 OCC

90 SF

STORAGE

1 OCC

94 SF

STORAGE

1 OCC

117 SF

MACH. ROOM

1 OCC

818 SF

LOBBY

44 OCC

808 SF

ACTIVITY

ROOM

80 OCC

551 SF

DINING ROOM

40 OCC

365 SF

POLICE

4 OCC

225 SF

S. STAIR

0 OCC

84 SF

ENTRY

0 OCC

92 SF

STORAGE

1 OCC

194 SF

SOCIAL

SERVICES

4 OCC

191 SF

SENIOR

SERVICES

4 OCC

162 SF

WOMENS

0 OCC

140 SF

MENS

0 OCC

76 SF

ENTRY

0 OCC

D E

A D

E N

D C

O R

R

ID

O R

/8

CAPACITY: 188

CAPACITY: 228

CAPACITY: 228

DRINKING

FOUNTAIN

CAPACITY: 228

CAPACITY: 228

CAPACITY: 228

CAPACITY: 228

CAPACITY: 188

CAPACITY: 228

CAPACITY: 228

4 4

F T

LO

N

G E S T T

O C

O M

M O

N P

A T H

O F T

R A V E L

UPDN

DN

UP

15 SF

GROUNDS

0 OCC

DN

DN10

688 SF

CAFE

48 OCC

ELEVATOR

66 SF

ENTRY

0 OCC

PERMANENTLY

CLOSED

EXISTING DOOR,

PRESERVED FOR

HISTORIC VALUE.

60"Wx59"D

ACCESSIBLE

STALL

60"Wx59"D

ACCESSIBLE

STALL

17 SF

ELEVATOR

ELECTRICAL

CLOSET

0 OCC

146 SF

ELECTRICAL

1 OCC

776 SF

ACTIVITY

52 OCC

105 SF

NURSE

3 OCC 92 SF

BATH

0 OCC

854 SF

ACTIVITY

49 OCC

399 SF

CONFERENCE

14 OCC

191 SF

OFFICE

4 OCC

162 SF

WOMENS

0 OCC

140 SF

MENS

0 OCC

170 SF

COMMUNITY

RESOURCE

OFFICE

4 OCC

215 SF

LIBRARY

5 OCC

DRINKING

FOUNTAINS

100 FT = LONGEST DISTANCE TO AN EXIT

30' - 8" TO

C

O M

M O N P

A

TH

O

F TR

A

VE

L

DN

ELEVATOR

DN

SIGNAGE TO

INDICATE

MAXIMUM

CAPACITY

CAPACITY: 288

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SUMMARY &

EGRESS PLANS

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INTERIOR PACKAGE

G0.2 Scale: 1/8" = 1'-0"

3 BASEMENT EGRESS PLAN

G0.2 Scale: 1/8" = 1'-0"

1 FIRST FLOOR EGRESS PLAN

G0.2 Scale: 1/8" = 1'-0"

SECOND FLOOR EGRESS PLAN - SHOWN AT FINAL PHASE

OF PROJECT

SHEET

JOB NO. DATE

ISSUE :

SHEET TITLE

LA1.0

LANDSCAPE

NOTES

NO. REVISION DESCRIPTION DATE

2.

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BID SET CONSTRUCTION DOCUMENTS

BID SET

DOCUMENT

SUBMISSION

Landscape Elements, LLC Landscape Architecture Landscape Ecology Cultural Landscape Preservation

3288 Post Road, Warwick, RI 02886 401.773.4088 landscapeelementsllc.com

AutoCAD SHX Text

1. ANY DAMAGE TO EXISTING PAVEMENT, UTILITIES, BUILDINGS, CONDUIT, SIDEWALK, FENCES, ETC., THAT ARE OUTSIDE OF THE PROJECT LIMITS AND THAT ARE CAUSED BY THE CONTRACTOR ANY DAMAGE TO EXISTING PAVEMENT, UTILITIES, BUILDINGS, CONDUIT, SIDEWALK, FENCES, ETC., THAT ARE OUTSIDE OF THE PROJECT LIMITS AND THAT ARE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 2. THE CONTRACTOR SHALL PLACE ALL EQUIPMENT AND MATERIAL AS FAR AWAY AS POSSIBLE FROM THE STRUCTURES, WALKS AND ANY PARKING AREAS THAT ARE NOT UNDER CONSTRUCTION, THE CONTRACTOR SHALL PLACE ALL EQUIPMENT AND MATERIAL AS FAR AWAY AS POSSIBLE FROM THE STRUCTURES, WALKS AND ANY PARKING AREAS THAT ARE NOT UNDER CONSTRUCTION, SO AS NOT TO CAUSE A SAFETY HAZARD. PROTECT ALL AREAS IN ACCORDANCE WITH SECTION 106.06 OF THE R.I.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 3. THE FREQUENCY AND APPLICATION RATES FOR THE DUST CONTROL ITEMS SHALL BE AS DIRECTED BY THE LANDSCAPE ARCHITECT/PROJECT MANAGER. THE FREQUENCY AND APPLICATION RATES FOR THE DUST CONTROL ITEMS SHALL BE AS DIRECTED BY THE LANDSCAPE ARCHITECT/PROJECT MANAGER. 4. ALL WALKS DESIGNATED FOR REMOVAL SHALL BE MATCHED AT INTERSECTION LOCATIONS WITH THE EXISTING SIDEWALK TO REMAIN AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ALL WALKS DESIGNATED FOR REMOVAL SHALL BE MATCHED AT INTERSECTION LOCATIONS WITH THE EXISTING SIDEWALK TO REMAIN AS SHOWN ON THE PLANS OR AS DIRECTED BY THE LANDSCAPE ARCHITECT/PROJECT MANAGER. 5. THE LIMITS OF CLEARING AND SURFACE DISTURBANCE MUST BE STRICTLY ADHERED TO IN ALL AREAS. IN ADDITION TO THOSE AREAS SPECIFICALLY DESIGNATED ON THE PLANS, THE THE LIMITS OF CLEARING AND SURFACE DISTURBANCE MUST BE STRICTLY ADHERED TO IN ALL AREAS. IN ADDITION TO THOSE AREAS SPECIFICALLY DESIGNATED ON THE PLANS, THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND PLACING, AT HIS OWN EXPENSE, PLANTABLE SOIL AND SEED IN AREAS WHICH ARE OUTSIDE OF THE PROJECT AREA'S LIMIT OF WORK AND AREAS OF DISTURBANCE AND WHICH ARE IMPACTED BY CONSTRUCTION OPERATIONS INCLUDING THOSE AREAS WHERE VEHICLES, EQUIPMENT AND MATERIALS ARE STORED WITH THE PERMISSION OF THE OWNER. 6. UNDER NO CIRCUMSTANCE WILL THE CONTRACTOR BE ALLOWED TO STOCKPILE REMOVED MATERIALS WITHIN THE PROJECT LIMITS. MATERIALS SLATED FOR DISPOSAL SHALL BE REMOVED UNDER NO CIRCUMSTANCE WILL THE CONTRACTOR BE ALLOWED TO STOCKPILE REMOVED MATERIALS WITHIN THE PROJECT LIMITS. MATERIALS SLATED FOR DISPOSAL SHALL BE REMOVED FROM THE SITE AND LEGALLY DISPOSED. MATERIALS SLATED FOR SALVAGE SHALL BE STORED AT THE OFF SITE LOCATION INDICATED ON THE DRAWINGS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL DRIVES, WALKWAYS AND OTHER AREAS FREE OF DEBRIS RESULTING FROM THEIR CONSTRUCTION OPERATIONS. ALL DEBRIS THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL DRIVES, WALKWAYS AND OTHER AREAS FREE OF DEBRIS RESULTING FROM THEIR CONSTRUCTION OPERATIONS. ALL DEBRIS SHALL BE REMOVED TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. 8. NO FUEL STORAGE SHALL BE ALLOWED ON THE PROJECT SITE. NO FUEL STORAGE SHALL BE ALLOWED ON THE PROJECT SITE. 9. PROPERTY LINES INDICATED ON THE PLANS ARE APPROXIMATE. CONTRACTOR SHALL LIMIT WORK TO THOSE AREAS NOTED ON THE PLANS AS LIMIT OF WORK. PROPERTY LINES INDICATED ON THE PLANS ARE APPROXIMATE. CONTRACTOR SHALL LIMIT WORK TO THOSE AREAS NOTED ON THE PLANS AS LIMIT OF WORK. 10. THE CONTRACTOR SHALL ENSURE THAT AT THE END OF CONSTRUCTION OPERATIONS, FLOW TO EXISTING DRAINAGE STRUCTURES HAS BEEN REESTABLISHED AND THAT NO ISOLATED THE CONTRACTOR SHALL ENSURE THAT AT THE END OF CONSTRUCTION OPERATIONS, FLOW TO EXISTING DRAINAGE STRUCTURES HAS BEEN REESTABLISHED AND THAT NO ISOLATED DEPRESSIONS REMAIN. THERE SHALL BE NO SEPARATE PAYMENT FOR THIS PROVISION; IT SHALL BE CONSIDERED A PART OF THE CONSTRUCTION SERVICES.

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%%UGENERAL NOTES:

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1. THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY EXISTING CONDITIONS AND TO THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY EXISTING CONDITIONS AND TO BECOME THOROUGHLY FAMILIAR WITH THE PROJECT AND THE SITE PRIOR TO COMMENCING THE WORK. FOR COMPLETE SITE PREPARATION SEE SHEET LA.01. THE CONTRACTOR SHALL CONTACT "DIG-SAFE", (1-888-344-7233) OBTAIN A REGISTRATION NUMBER AND NOTIFY THE LANDSCAPE ARCHITECT/PROJECT MANAGER PRIOR TO THE START OF CONSTRUCTION. 3. THE SITE PREPARATION SHALL BE IN ACCORDANCE WITH THE PLANS AND DETAILS THE SITE PREPARATION SHALL BE IN ACCORDANCE WITH THE PLANS AND DETAILS ON THESE DRAWINGS AND THE SPECIFICATIONS AND NOTES ON THESE DRAWINGS. 4. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL STATE AND MUNICIPAL ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL STATE AND MUNICIPAL CODES AND REGULATIONS. DISPOSE OF ALL UNSUITABLE MATERIAL IN ACCORDANCE WITH STATE AND MUNICIPAL CODES. 6. PROTECT ALL EXISTING PLANTS AND HARDSCAPES TO REMAIN. PROTECT EXISTING PROTECT ALL EXISTING PLANTS AND HARDSCAPES TO REMAIN. PROTECT EXISTING STRUCTURES, MONUMENTS AND ELECTRICAL TO REMAIN FROM DAMAGE DURING CONSTRUCTION WORK. THE CONTRACTOR SHALL REPAIR ANY DAMAGE INCURRED AS A RESULT OF THE CONTRACTOR'S OPERATIONS TO EXISTING SITE ELEMENTS TO REMAIN. THE CONTRACTOR SHALL BEAR THE COST OF THE REPAIR. 7. NO STORAGE OF MATERIALS IS ALLOWED WITHIN THE DRIPLINE OF EXISTING TREES NO STORAGE OF MATERIALS IS ALLOWED WITHIN THE DRIPLINE OF EXISTING TREES TO REMAIN OR ANYWHERE OUTSIDE THE LIMIT OF WORK. 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND PLACING, AT HIS THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING AND PLACING, AT HIS OWN EXPENSE, PLANTABLE SOIL AND SEED IN AND AREAS WHICH ARE OUTSIDE OF THE PROJECT'S AREAS OF DISTURBANCE AND WHICH ARE IMPACTED BY CONSTRUCTION OPERATIONS INCLUDING THOSE AREAS WHERE VEHICLES, EQUIPMENT AND MATERIALS HAVE IMPACTED THE SITE OUTSIDE THE LIMIT OF WORK AND IMPACTED ABUTTING PROPERTIES. 9. STOCKPILE TOPSOIL AND OTHER LANDSCAPE CONSTRUCTION MATERIAL IN AREA (S) STOCKPILE TOPSOIL AND OTHER LANDSCAPE CONSTRUCTION MATERIAL IN AREA (S) DESIGNATED AND AS DIRECTED BY THE LANDSCAPE ARCHITECT/PROJECT MANAGER. 10. PROTECT AND SECURE ALL STOCKPILED MATERIALS FROM WEATHER AND POSSIBLE PROTECT AND SECURE ALL STOCKPILED MATERIALS FROM WEATHER AND POSSIBLE VANDALISM. SEDIMENT AND EROSION CONTROLS MUST REMAIN IN PLACE THROUGHOUT THE DURATION OF THE CONTRACT UNTIL FINAL ACCEPTANCE. 11. THE PROJECT SITE SHALL BE CLEANED DAILY AND SHALL REMAIN FREE OF ANY THE PROJECT SITE SHALL BE CLEANED DAILY AND SHALL REMAIN FREE OF ANY DEBRIS OR HAZARDS THAT CAN CAUSE INJURY. THE OWNERS AND VISITORS MUST HAVE CLEAR ACCESS TO THE BUILDING AND TO SELECT AREAS FOR PARKING AT THE SITE AT ALL TIMES. 12. SCARIFY AND REMOVE ALL EXISTING VEGETATION, DEBRIS AND UNSUITABLE SCARIFY AND REMOVE ALL EXISTING VEGETATION, DEBRIS AND UNSUITABLE PLANTING MEDIUM FROM AREAS DESIGNATED FOR NEW CONSTRUCTION, PLANTINGS OR SEEDING. UNSUITABLE MATERIAL SHALL BE DETERMINED BY SOIL TEST AND/OR AS INDICATED BY THE PROJECT MANAGER/LANDSCAPE ARCHITECT AND SHALL BE REMOVED COMPLETELY FROM THE SITE IN ACCORDANCE WITH ALL STATE, MUNICIPAL AND FEDERAL REGULATIONS. 13. CONTRACTOR SHALL ENSURE THAT DUST FROM CONSTRUCTION WORK IS CONTRACTOR SHALL ENSURE THAT DUST FROM CONSTRUCTION WORK IS CONTROLLED AT ALL TIMES.

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%%USITE PREPARATION NOTES

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1. NOTIFY DIG-SAFE AND LOCAL AUTHORITIES PRIOR TO ANY TYPE OF SITE PREPARATION OR CONSTRUCTION AT 1-888-344-7233 NOTIFY DIG-SAFE AND LOCAL AUTHORITIES PRIOR TO ANY TYPE OF SITE PREPARATION OR CONSTRUCTION AT 1-888-344-7233 2. ALL SOIL, SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED AND INSPECTED BY A QUALIFIED PROFESSIONAL ALL SOIL, SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED AND INSPECTED BY A QUALIFIED PROFESSIONAL PRIOR TO ANY DEMOLITION, GRADING OPERATIONS OR THE START OF ANY LAND CLEARING AND/OR INSTALLATION OF PROPOSED FEATURES. 3. THIS SOIL AND SEDIMENT CONTROL PLAN IS PROPOSED TO CONTROL POTENTIAL EROSION FROM THE CONSTRUCTION THIS SOIL AND SEDIMENT CONTROL PLAN IS PROPOSED TO CONTROL POTENTIAL EROSION FROM THE CONSTRUCTION DISTURBANCES 4. ALL SOIL EROSION, SEDIMENT CONTROL BARRIERS AND PROTECTIVE BARRIERS SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS ALL SOIL EROSION, SEDIMENT CONTROL BARRIERS AND PROTECTIVE BARRIERS SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETED AND THE ARE IS STABILIZED. 5. INSTALLATION OF ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON THIS PLAN, SHALL BE CONSTRUCTED IN INSTALLATION OF ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN ON THIS PLAN, SHALL BE CONSTRUCTED IN ACCORDANCE TO THE PLANS AND THE RHODE ISLAND DEPARTMENT OF TRANSPORTATION SPECIFICATION SECTION 206. 6. GUTTER INLETS AND CATCH BASINS WITHIN THE PROJECT WORK AREAS AN IMMEDIATELY DOWN-STREAM OF THE PROPOSED GUTTER INLETS AND CATCH BASINS WITHIN THE PROJECT WORK AREAS AN IMMEDIATELY DOWN-STREAM OF THE PROPOSED CONSTRUCTION WORK SHALL BE CLEANED AND PROTECTED WITH THE APPROPRIATE EROSION AND SEDIMENT CONTROL DEVICES. 7. MAINTENANCE AND INSPECTION OF THE SOIL EROSION AND SEDIMENT CONTROL STRUCTURAL MEASURE SHALL BE CARRIED OUT MAINTENANCE AND INSPECTION OF THE SOIL EROSION AND SEDIMENT CONTROL STRUCTURAL MEASURE SHALL BE CARRIED OUT ON A MONTHLY BASIS UNTIL THE PROJECT IS COMPLETE.

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%%USOIL EROSION & SEDIMENT CONTROL NOTES

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%%UR.I.D.O.T. STANDARD SPECIFICATIONS

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%%UFOR ROAD AND BRIDGE CONSTRUCTION

AutoCAD SHX Text THE FOLLOWING SECTIONS OF THE R.I.D.O.T STANDARD SPECIFICATIONS (LATEST EDITION) SERVE AS SPECIFICATIONS RELEVANT TO THIS PROJECT. 1. SECTION 201 - SITE PREPARATION SECTION 201 - SITE PREPARATION 2. SECTION 202 - EXCAVATION AND EMBANKMENT SECTION 202 - EXCAVATION AND EMBANKMENT 3. SECTION 203 - STRUCTURE EXCAVATION AND BACKFILL SECTION 203 - STRUCTURE EXCAVATION AND BACKFILL 4. SECTION 203 - TRIMMING AND FINE GRADING SECTION 203 - TRIMMING AND FINE GRADING 5. SECTION 205 - TRENCH EXCAVATION SECTION 205 - TRENCH EXCAVATION 6. SECTION 209 - STORM DRAIN PROTECTION SECTION 209 - STORM DRAIN PROTECTION 7. SECTION 211 - CONSTRUCTION ACCESS SECTION 211 - CONSTRUCTION ACCESS 8. SECTION 212 - MAINTENANCE AND CLEANING OF EROSION SECTION 212 - MAINTENANCE AND CLEANING OF EROSION AND POLLUTION CONTROLS 9. SECTION 301 - AGGREGATE AND GRAVEL BASE COURSES SECTION 301 - AGGREGATE AND GRAVEL BASE COURSES 10. SECTION 302 - GRAVEL BORROW SUBBASE COURSES SECTION 302 - GRAVEL BORROW SUBBASE COURSES 11. SECTION 304 - SELECTED LEVELING AND FILLER AGGREGATE SECTION 304 - SELECTED LEVELING AND FILLER AGGREGATE 12. SECTION 501 - PORTLAND CEMENT CONCRETE PAVEMENT AND SECTION 501 - PORTLAND CEMENT CONCRETE PAVEMENT AND BASE 13. SECTION 505 - PORTLAND CEMENT CONCRETE BASED SECTION 505 - PORTLAND CEMENT CONCRETE BASED COURSE WITH CRACK CONTROL 14. SECTION 907 - DUST CONTROL SECTION 907 - DUST CONTROL 15. SECTION 914 - FLAGPERSONS SECTION 914 - FLAGPERSONS 16. SECTION 929 - FIELD OFFICES SECTION 929 - FIELD OFFICES 17. SECTION 936 - MOBILIZATION SECTION 936 - MOBILIZATION 18. PART L - LANDSCAPING - REFER TO SHEET LA3.0 FOR PART L - LANDSCAPING - REFER TO SHEET LA3.0 FOR SPECIFIC SECTIONS 19. SECTION M01 - BORROW AND AGGREGATES SECTION M01 - BORROW AND AGGREGATES 20. SECTION M02 - PORTLAND CEMENT CONCRETE SECTION M02 - PORTLAND CEMENT CONCRETE 21. SECTION M18 - LANDSCAPINGSECTION M18 - LANDSCAPING christines Rectangle christines Rectangle christines Text Box

AS APPLICABLE TO THE CURRENT SCOPE OF WORK

5'

10'

13.5'

50'102.9

102.97

102.65

102.3

102.4

102.4

102.5

102.6

102.75

102.7

102.5

101.55

102.05

102.5 102.65 102.2

102.66

102.25

102.15 102.7

102.15

6'8'

6'

5'

UG

T

EN 103.93 103.1

102.95 102.9

103.1

102.7

102.4

6'

EN

EN

EN

EN

TSV

10.28'

15°3'29"'

VAN

8'

45°0'0"'

5'

18'

16'

TRASH

STORAGE

GENERATOR

AND

TRANSFORMER

AREA

BUS

DROP-OFF

ZONE

4"

FS

D S

6" O.C.

BOLLARD

(TYP.)

PROTECT EXISTING

MAGNOLIA TREE

LAWN OF

LOW-MOW GRASS

SPECIES, OR

POSSIBLY

WILDFLOWER MIX

INSTALL ROOT BARRIER

ALONG SIDEWALK

RECONSRUCT

GRANITE STEPS AND

LANDING. ADD

RAILINGS

UGE

UGE

BIT.

PAVEMENT

STOP,

DO NOT ENTER

& ONE WAY

SIGN

8" VEHICULAR

CONCRETE

DRIVEWAY

RELOCATE EXISTING BENCH

ONTO NEW CONCRETE

PAD BY CONTRACTOR

STAKE LOCATION INFIELD

PRIOR TO CONCRETE POUR

FOR APPROVAL

102.97

102.65

PROPOSED

CROSSWALK

CONFIGURATION SEE

ENGINEERS DWGS

PROTECT EXISTING

TREE TO REMAIN

ADA RAMP

EXISTING FENCE

TO REMAIN

ADA RAMP

ADA RAMP

REFER TO CIVIL

DRAWINGS

102.5

GRIND STUMP

PROTECT EXISTING

TREE TO REMAIN

R&D EXISTING TREE AND REMOVE STUMP

TOWN TO PLANT NEW MEMORIAL TREE

ON TOWN COMMON. REMOVE AND

SALVAGE GRANITE MEMORIAL FOR

RESETTING BY TOWN.

NEW SOLID BOARD

FENCE WITH GATE TO

SCREEN UTILITY AREA

CONNECT NEW WALK

TO EXISTING WALK - REFER

TO CIVIL DRAWINGS

18-INCH WIDE

DRIP EDGE

ALONG

FOUNDATION

ADD EVERGREEN

HEDGE (MAX 4'-0"

TALL TO SCREEN

PARKING

R&D EXISTING TREE

AND REMOVE STUMP

LANDSCAPED BED

OF EVERGREEN AND

DECIDUOUS

SHRUBS WITH

PERENNIALS AND

GROUNDCOVER

NEW BIKE RACK BY

CONTRACTOR

ADA RAMP

WITH RAILING

ADD SHRUB

BORDER (MAX

4'-0") TALL TO

SCREEN PARKING

RELOCATED MEMORIAL

BENCH

VEHICULAR

CONCRETE

DRIVEWAYNEW BENCH

BY OWNER

NEW BENCH

LA3.0

LA3.1

LA3.0

LA3.0

LA3.0

LA3.1

NEW

BENCHES

BY OWNER

LA3.0

LA3.0

LA3.1

LA3.0

LA3.0

LA3.0

LA3.0

LA3.0

LA3.1

RECONSRUCT

GRANITE STEPS AND

LANDING. ADD

RAILINGS

LA3.0 COBBLESTONE

AREA 8

LA3.1

RELOCATED MEMORIAL

BENCH BY

CONTRACTOR

NEW SIGN

SINGLE SIDED

ILLUMINATE

ONE SIDE

LA3.0

NEW SIGN 2-SIDED

ILLUMINATION BOTH SIDES

LA3.0

PLANT BED PLANT BED

LA3.0 HANDICAP PARKING

DIRECTION SIGN

(1) HP-R

(1) HP-L

SHEET

JOB NO. DATE

ISSUE :

SHEET TITLE

LA2.0

LANDSCAPE

DESIGN

OVERVIEW

NO. REVISION DESCRIPTION DATE

0 10'5' 20'

NORTH

R

EN

O

VA

TI

O

N S

TO

T

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02/24/23

BID SET CONSTRUCTION DOCUMENTS

BID SET

DOCUMENT

SUBMISSION

Landscape Elements, LLC Landscape Architecture Landscape Ecology Cultural Landscape Preservation

3288 Post Road, Warwick, RI 02886 401.773.4088 landscapeelementsllc.com

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WALLEY

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SCHOOL

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BENCH

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FIRST BAPTIST

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CHURCH

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UP#12

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UP#11

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UP#23

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WGV

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AutoCAD SHX Text 21.66'

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WM

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MH

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CONCRETE SIDEWALK

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HP

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VZ

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AutoCAD SHX Text B.M(el:100.0)

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WGV

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WGV

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DS

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DS

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DS

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DS

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DS

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DS

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DS

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FLOOR

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EL:107.60

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DOORSILL

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EL:104.05

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DOORSILL

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EL:103.50

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DOORSILL

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EL:104.20

AutoCAD SHX Text 103+55

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RIM:98.70

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INV OUT:97.00

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C.B. RIM:98.90

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INV IN:96.70

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INV OUT:96.35

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RIM:98.44

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INV:90.14

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RIM:98.80

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INV OUT:96.40

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BOC:100.22

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TOC:100.82

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BOC:100.00

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BOC:100+60

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TOC:101+73

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BOC:100+10

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TOC:101+00

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CONCRETE

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CONCRETE

AutoCAD SHX Text 101+18

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AutoCAD SHX Text S I D E W A L K

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GRANITE

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RET. WALL

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UP#25-1

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FLOOR

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EL:107.60

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GRANITE CURBING

christines Rectangle christines Rectangle christines Cloud christines Text Box

LIMIT OF SCOPE IN THIS BID PACKAGE

johnd Highlight johnd Text Box

LIMIT OF SCOPE IN THIS BID PACKAGE

johnd Cloud

2 X 4 POST SET

VERTICAL AND

PLUMB ALL CORNERS

1 X 6 RAIL AND

BRACE, ALL SIDES

ELEVATION

1 X 6 WOOD BRACE

1 X 6 WOOD RAIL

GRADE

2 X 4 POST

NOTES:

1. FASTEN RAILS AND BRACES TO POSTS

WITH COMMON NAILS, TWO EACH END.

2. SNOW FENCE TO BE AS PER

SPECIFICATIONS

2'-0"

MINIMUM

36" HEIGHT MINIMUM

SNOW FENCE

SEE SPECIFICATIONS

2' -0

2'

-0

DRIP LINE

DRIP LINE

X

XXXX

X

7'-0"

EQ.

'-0

'-6

180 GATE HINGE, OFFSET

AS REQUIRED FOR PICKET

CLEARANCE WHEN GATE

OPEN

3"

6 -5/8" O.D. GALVANIZED

FENCE POST

"ACORN" CAP (TYP.)

LOCKABLE LATCH

DEVICE ATTACH 2X4 CEDAR FRAME

TO POSTS W/GALVANIZED

WOOD/STEEL ADAPTOR

6-5/8" O.D.

GATE POST

(TYP.)

2 1/2" O.D. GALV. STEEL

POST FOR FRAME AND

PICKET SCREEN SUPPORT

(TYP.)

EQ. EQ.

A

A

CL

CL

7'-0"

6" COMPACTED ROLLED

GRANULAR BASE PER RI

D.O.T. STANDARDS FOR

ROAD AND BRIDGE

CONSTRUCTION

SECTION A-A

CORE DRILL, FILL

W/GROUT OR

ANCHORING CEMENT,

SEAL (TYP.)

8'-0"

16"

COLONIAL POST CAP

CONCRETE FOOTING

6" X 6" POST

1" X 6" T&G FENCE BOARD

2" X 4" CAPRAIL

2" X 4" FENCE RAIL (3)

'-9

'-9

'-0

NOTES:

1. DIMENSIONS SHOWN ARE NOMINAL

FOR WOOD

2. ALL COMPONENTS TO BE CEDAR

3. FENCE TO BE STAINED. COLOR TO

BE DETERMINED AS SPECIFIED.

ELEVATION END VIEW

COLONIAL POST CAP

6" X 6" POST

1" X 6" T&G FENCE BOARD

2" X 4" CAPRAIL

2" X 4" FENCE RAIL (3)

1" X 6" FASCIA BOARD

1" X 4" FASCIA BOARD

3000 PSI (TYP.)

TYP.

FOR TRANSFORMER AND GENERATOR

'-0

6-5/8" O.D.

GATE POST

(TYP.)

4'-0"

FOR TRASH UNITS

7'-6" 35'-0"

5'-0" TYP

EQ.

6" CONCRETE MAT,

4000 PSI CONC. W/

6x6 W2.9xW2.9 WWF

6'-311 16" ( 447-60 )

99 11 1/6" ( 447-80 )

1.) ALL ALUM & STL. MEMBERS COATED W/ ZINC RICH EPOXY THEN FINISHED W/ POLYESTER POWDER COATING.

NOTES

DOUGLAS FIR S4S EE

2" X 3" ( NOM. ) &

PROFILED SLATS

( SEE WOOD OPTIONS )

6'-1" ( 447-60 ) 97" ( 447-80 )

6'-21 4" ( 447-60 )

98 1/4" ( 447-80 )

'-5

'-1

9 1

ANCHOR HOLE

DIMENSION

1'-73 16"

2.) 1/2" X 3 3/4" EXPANSION ANCHOR BOLTS PROVIDED.

LENGTH OPTIONS

6' BENCH

IPE S4S EE

WOOD SLAT OPTIONS

2'-51 4"

DuMor inc.

CAST ALUM. LEG 1

'-4 5 8

447 SERIES

BENCH

ANCHOR HOLE

DIMENSION

FRAME COLOR: BLACK

3.) BENCH IS 447 SERIES BY DUMOR, 138 INDUSTRIAL CIRCLE, MIFFLINTOWN, PA 17059, 800-598-4018 5

STAINLESS STEEL ANCHOR BOLT AS

SUPPLIED PER MANUFACTURER (TYP.)

EACH LEG TO BE ANCHOR FRONT AND

BACK PER MANUFACTURER'S

RECOMMENDATION

FLUSH

REINFORCED CONCRETE SLAB TYP.

NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH

MANUFACTURER'S SPECIFICATIONS.

2. DO NOT SCALE DRAWINGS.

3. ALL STL. MEMBERS COATED W/ ZINC RICH EPOXY THEN FINISHED

W/ POLYESTER COATING.

4. 1/2" X 3 3/4" PLTD. EXPANSION ANCHOR BOLTS PROVIDED.

5. BENCH TYPE AND FINISH AS SPECIFIED.

6. COLOR TO BE DETERMINED BY LANDSCAPE ARCHITECT.

7. DUMOR MATCHING BACKLESS BENCH - SIMILAR (SEE PLAN FOR

LOCATION.

8. ALL BENCHES TO HAVE CENTRAL ARM

LA4.1

CONCRETE

WALK

3" MIN

ANCHOR HOLE

DIMENSION

DuMor inc.

CAST ALUM. LEG

FINISH GRADE

SIDEWALK

JOINT

FINISH GRADE

TYP

18" MIN

JOINT TYP

EXPANSION

NOTES:

1. PROVIDE HANDRAIL ON BOTH SIDES OF RAMP.

2. ALIGN POSTS 6" IN FROM THE EDGE OF RAMP.

3. RAILS SHALL HAVE A GALVANIZED FINISH.

7" R

CONCRETE

WALK

7" R

STEEL PIPE -

1 1/4" N.P.S

(TYP.)

EXPANSION

JOINT AT EDGE

OF CURB RAMP

- SEE SITE PLAN

CONCRETE

HAUNCH (TYP.)

CONCRETE

LANDING

COMPACTED

GRANULAR BASE

COMPACTED

SUBGRADE

EXPANSION

JOINT

RAILING POST

ESCUTCHEON PLATE

SEALANT

CORE DRILL CONCRETE

FILL WITH GROUT OR

ANCHORING CEMENT

5"

PITCH TO

DRAIN 1 %

6" RI

SE

1'-0"

R3"

RAILING

ANCHOR

SEE INSET

5'-8"

PITCH 2 %

PITCH 2 %

RESET EXISTING GRANITE STEPS

ALIGN RISER WITH BUILDING FACE

NOTES:

1. BRICK TO MEET

BUILDING FACE AND

RESET GRANITE

BLOCKS AT ENDS

COMPACTED GRAVEL

BORROW PER RI D.O.T.

BLUEBOOK SECTION 302

1-2" COMPACTED STONE

DUST LEVELING COURSE

CUSTOM HANDRAIL BY THE

STEEL YARD - BLACK OR

BRONZE COLOR (TYP)

2'-

CONCRETE LANDING

SEE DETAIL THIS SHT.

BROOM FINISH

REINFORCED

CONCRETE

WALK

8"

4"

CUSTOM HANDRAIL BY THE

STEEL YARD - BLACK OR BRONZE

COLOR (TYP)CONFIRM FIELD

DIMENSIONS PRIOR TO

FABRICATION

BUILDING FACE

BUILDING FACE

1'-0"

1'-0"

E.J. TYP

CONTINUE RAILING

UP EXISTING STAIR

EXISTING

GRANITE

STAIR TO

REMAIN

CONCRETE

WALK TYP

E.J. TYP.

RESET EXISTING

GRANITE SLAB ON

CONCRETE MUD

BASE ALIGN FACE

W/ BUILDING WALL

2"-3/4" MORTARED

JOINT BETWEEN

SLABS BELOW

GRADE PITCH TO

WALK TO DRAIN

WEEP BETWEEN

SLABS

PLANT BED

6" TYP.

COMPACTED GRAVEL

BORROW PER RI D.O.T.

BLUEBOOK SECTION 302

HANDRAIL TYP.

WRAP BOTTOM AND

SIDES OF PLANTING

MEDIUM W/

GEOTEXTILE FABRIC

DETAIL SECTION THROUGH LANDING

4" Ø PERF. PVC PIPE

WRAPPED IN FITER FABRIC

BEHIND SLAB WALL

REINFORCED CONCRETE

LANDING TYP. W/ 8"d x 12"w

HAUNCH ALL SIDES

COMPACTED OR

UNDISTURBED

SUBGRADE

DETAIL SECTION THROUGH STEPS

STEEL RAILING POST

ESCUTCHEON PLATE

OPTION

SEALANT - FLUSH WITH

GRADE AFTER CURED

NO POOLING OF WATER

FILL WITH GROUT OR

ANCHORING CEMENT

CONCRETE

4" M

IN

6" P

RE

FE

RR

ED

2 1/2"

CORE DRILL CONCRETE/GRANITE

RAILING POST ATTACHMENT

CONCRETE, 4000 PSI

12" COMPACTED

SUB-BASE

OF GRANULAR

MATERIAL

TO BE 12" WIDER

THAN BASE OF WALL

SUBGRADE

6" OF LOAM & SEED

OR PLANTINGS

FINISH GRADE

BRICK VENEER TO CONTINUE ONE

FULL ROW BELOW GRADE

2" STONE CAP TO MATCH

BUILDING STONE

BRICK TO BE MORTARED W/

RECESSED JOINTS

# 5 @ 12" O.C.

# 4 @ 12" O.C.

4"-6"

2'-0"

'-0

'-6

6'-0"

2'-23 4"

R1 '-6

1'-101 2"

6'-0"

1'-0"

1'-0"

ELEVATION VIEW

PLAN VIEW SECTION VIEW A-A

'-1

"2" WALL CAP TO MATCH

EXISTING BLDG. STONE

4" SQ. x 48"L BOX STEEL INTERIOR SIGN

SUPPORT POSTS. INSERT INTO PVC

SLEEVES AND EPOXY IN PLACE.

SIGN PANEL TO BE WOOD. TEXT TO BE PROVIDED.

HIGH STREET SIGN TO BE SINGLE SIDED FACING STREET.

STATE STREET SIGN TO BE DOUBLE SIDED.

COLORS TO MATCH EXISTING TOWN OF BRISTOL SIGNS.

SEE ARCHITECTS DWGS. SUBMIT SHOP DRAWINGS FOR

APPROVAL

1'-11 2"

BOX STEEL SIGN

SUPPOR POST

ELECTRIC JUNCTION

BOX FOR LIGHTING TO

BE PLACED ON

BUILDING SIDE OF SIGN

IN LEAST VISIBLE

POSITION

OVERHANG1-1/2"

" O R B

EL

O

W F

R O

S T

4" BRICK SHELF

ALL OUTER

EDGES

2" BOX STEEL

SUPPORT POST

BOXED WOOD

SIGN PANEL

CENTER 91

2" FROM EDGE OF CONCRETE

1/2" AIR GAP BETWEEN

WOOD SIGN PANEL AND

STONE MASONRY

1'-13 4"

2" x 14"w x VARIED

LENGTH WALL CAP TO

MATCH EXISTING BLDG.

STONE IN TYPE AND

FINISHES ON ALL

EXPOSED EDGES

BRICK VENEER

WOOD SIGN PANEL

REINFORCED C.I.P.

CONCRETE SIGN WALL

2'-0"

4" CAPSTONE JOINTS

ALIGN W/ SUPPORT

POST PENETRATION

SECOND STRIP

LIGHT ON DOUBLE

SIDED SIGN ONLY

CORE LIGHTING LWW-120SL 120v LED

STRIP WALL WASH W/ GLARE SHIELD AND

ADJUSTABLE KNUCKLE AVAILABLE FROM

BRILLIANT LIGHTING (508-651-5221)

OR APPROVED EQUAL

2'-6" 2'-6"

5' LONG CORE LIGHTING

LED STRIP LIGHT

LWW-120SL

LED STRIP LIGHT

WALLY

COMMUNITY RESOURCE

AND SENIOR CENTER

2 6 0 H I G H S T R E E T

MATTE BLACK SIGN W/

GOLD LETTERING AND 12"w.

RECESSED BORDER SEE

ARCHITECTS DRAWINGS

3"Ø PVC SLEEVE SET IN CONCRETE WALL

TO RECEIVE BOX STEEL SUPPORTS

DRILL CAP STONE AND

SECURE LIGHTS W/ S.S.

CONCRETE WEDGE

ANCHORS W/ TAMPER

PROOF DRIVER - 2 PER

BRACKET

NOTE:

COLOR - SUBMIT

SAMPLE FOR

ARCHITECT

APPROVAL

CONCRETE, 4000 PSI

5"

EXPANSION & CONTRACTION JOINTS

CONTRACTION JOINT

1 1/4" (1/4 PAVING DEPTH)

CONCRETE PAVING

EACH SIDE OF JOINTS

SMOOTH TROWEL BORDER

2"

6"

6x6 W2.0x2.0 WELDED WIRE FABRIC

5/8"X24" SMOOTH STEEL SLIP DOWEL

ASSEMBLY - FREE AT ONE END - 24" O.C.

COMPACTED SUBGRADE

(95% MAXIMUM DRY UNIT WEIGHT ACCORDING

TO ASTM D-1557)

COMPACTED GRAVEL BORROW PER RI D.O.T.

BLUE BOOK SECTION 302

NOTES:

1. PROVIDE EXPANSION JOINTS FOR NEW CONCRETE PAVING AT ALL CURBS, BUILDING WALLS, SITE WALLS, STAIRS, LIGHT POLE BASES, MANHOLES, GRATES/VAULTS, EXISTING CONCRETE

PAVING AND ALL OTHER FIXED MATERIALS.

2. OMIT SLIP DOWEL WHEN ADJACENT TO EXISTING BUILDING.

CURING COMPOUND

A.P.S. CLOSED POLY FOAM EXPANSION

JOINT FILLER TO MEET A.S.T.M.

STANDARDS - SEAL WITH PREMIUM GRADE

FLEXIBLE POLYURETHANE

2"

(SEE NOTES)

1/4" THICK CUSTOM ALUMINUM REFLECTIVE SIGN

W/ ROUNDED CORNERS AND PRE-PUNCHED

MOUNTING HOLES. VULCAN PRODUCT OR EQUAL.

PROVIDE SHOP DRAWINGS FOR GRAPHICS APPROVAL.

6'-0''x 2"SQ. ALUMINUM TUBE POST

BLACK EPOXY PAINT W/ PEAKED CAP

CONCRETE FOOTING - 4,000PSI TYP

COMPACTED OR

2"x2" SIGN POST

1.5"NYLON WASHER

(2) 1/2'' X 5/16'' ALUMINUM

SELF TAPPING SCREW W/

ALUMINUM SIGN BOTH SIDES

UNDISTURBED SUBGRADE

PER RIDOT STD SPEC.

FINISH GRADE

1'-0"

1'- 6"

5'- 0"

1'-0"

1'- 0"

3'- 0"

3" 3"

2"

2"

DETAIL PLAN (N.T.S.)

3"

HANDICAP

PARKING

HANDICAP

PARKING

W/ TAMPERPROOF DRIVER

HP-L

HP-R

NOTES:

1. COLORS AND FONTS TO MATCH

BUILDING SIGNAGE

1.1. BACKGROUND MATTE BLACK

1.2. LETTERING AND GRAPHIC IVORY

2. SUBMIT SHOP DRAWINGS FOR

APPROVAL

STEEL BENCH

SCALE: NTS

STEEL BIKE RACK

SCALE: 3/4" = 1'-0"

TREE PROTECTION DETAIL

SCALE: 1/2" = 1'-0"

SCREENING FOR GENERATOR AND TRANSFORMER UNITS AND FOR TRASH UNITS

SCALE: NTS

GRANITE STAIRS AND CONCRETE LANDING WITH CUSTOM RAILING (TYP)

SCALE: NTS

SHEET

JOB NO. DATE

ISSUE :

SHEET TITLE

LA3.0

LANDSCAPE

DETAILS

SHEET 1

NO. REVISION DESCRIPTION DATE

METAL RAILING FOR ADA RAMP

SCALE:34" = 1'-0"

SIGN

6 SCALE: NTS

R

EN

O

VA

TI

O

N S

TO

T

H E

W A

LL

EY

S C

H O

O L

H

IG

H S

TR

EE

T, B

R

IS

TO

L, R I 0

02/24/23

BID SET CONSTRUCTION DOCUMENTS

BID SET

DOCUMENT

SUBMISSION

CONCRETE SLAB TYP.

SCALE: NTS

LA3.0

SCALE: NTS

HANDICAP PARKING DIRECTIONAL SIGN

Landscape Elements, LLC Landscape Architecture Landscape Ecology Cultural Landscape Preservation

3288 Post Road, Warwick, RI 02886 401.773.4088 landscapeelementsllc.com

AutoCAD SHX Text

PLAN VIEW

christines Rectangle christines Rectangle christines Text Box Cedar Wood christines Cloud johnd Text Box

LIMIT OF SCOPE IN THIS BID PACKAGE

6"

THERMOSTAT

SWITCHES

RECEPTACLE

FLOOR

LINE (FIN.)

T

HEIGHTS OF DEVICES, U.N.O.

RECEPTACLE

IN BASEBOARD,

AS OCCURS

/2

E Q

E Q

M

A X

V E

R

IF

Y I N

F

IE

L D

W

IT

H O

W N

E R

/A R

C H

IT

E

C T

M

A X

NOTES: SEE SPECIFICATION FOR ADDITIONAL ACCESSORY INFORMATION. REFER TO PLUMBING DRAWINGS FOR FIXTURE INFORMATION.

PROVIDE BLOCKING AS NEEDED AT ALL ACCESSORIES.

UNDERMOUNTED

SINK

M A

X

TOILET URINAL

-1

DRINKING

FOUNTAIN

M A

X

PLUMBING AND ACCESSORIES MOUNTING HEIGHT LEGEND

A2

GRAB BARS

PROVIDE AT EACH ACCESSIBLE TOILET STALL

MIN

2' - 0"

MIN

1' - 0"

CENTER

LINE OF

TOILET

WALL

M

IN

MIN

3' - 0"

16"-18"

39"-41"

54" MIN

42" MIN

MAX

1' - 0"

REAR WALL SIDE WALL

A1

A3

SANITARY RECEPTACLE

PROVIDE AT EACH TOILET STALL

IN WOMENS ROOM

A4

TOILET PAPER HOLDER

PROVIDE AT EACH STALL

7"-9"

FRONT EDGE OF

TOILET

A5

HANDDRYER

PROVIDE ONE AT

EACH RESTROOM

A7

SOAP DISPENSER

PROVIDE ONE AT

EACH RESTROOM

A8

NOT USED

A6

MIRROR

PROVIDE ONE AT

EACH SINK

M A

X

A9

TOILET PARTITION

PROVIDE PER

PLANS/INTERIOR

ELEVATIONS

A10

URINAL SCREEN

PROVIDE PER

PLANS/INTERIOR

ELEVATIONS

A11

CUSTODIAL SHELF

PROVIDE ONE AT

JANITORS CLOSET

AND ONE AT

GROUNDS

M

IN9

M A

X

M

IN

M A

X

M

IN

11" MIN

MAX

6"

M

IN9

MIN

8"

M A

X T

O S

P O

U T

T O

S P

O U

T

" ADA

M A

X

FIRE EXTINGUISHER

CABINET

OPERABLE PART OF CABINET

AND EXTINGUISHER MUST

BE BETWEEN 15" - 48" A.F.F.

M A

X

M A

X

16" -18"

WALL

SHELF

PROVIDE THREE (3)

AT JANITORS CLOSET

SIGNAGE MOUNTING HEIGHTS

Tactile

Lettering

Tactile

Lettering

A

B O

V E

F

IN

IS

H

F L

O O

R

A

B O

V E

F

IN

IS

H

F L

O O

R

FINISH FLOOR

NOTE: SIGNAGE TO BE INSTALLED BETWEEN 48" AND

60" ABOVE FINISH FLOOR. THE LOWEST POINT BASED

ON BOTTOM LINE OF LETTERING. HIGHEST POINT

BASED ON TOP LINE OF LETTERING. SEE GRAPHIC

ABOVE FOR CLARITY.

SHEET

JOB NO. DATE

ISSUE :

SHEET TITLE

/3

/2

:3

:0

A

M

A0.1

ACCESSORIES

AND MOUNTING

HEIGHTS

#2211

R E

N O

V A

T

IO

N S

T O

T H

E

W A

L L

E Y

S C

H O

O L

H

IG

H

S T

R E

E T

B

R

IS

T O

L R

I

10/22/24

INTERIOR PACKAGE

FLOOR FINISH AS SCHEDULED

1/2" ACOUSTICAL

SEALANT & J-BEAD, TYP.

2X6 STUD AT 16" O.C.

INFILLED WITH SOUND

BATT INSULATION

(1) LAYER 5/8" HIGH IMPACT

RESISTANT GWB. IN BASEMENT USE

MOISTURE RESITANT DRYWALL

QUARTER ROUND ON 2X6 PVC

BASEBOARD ON FIRST AND

SECOND FLOOR, UNLESS

NOTED OTHERWISE. SEE

INTERIORS FOR

WAINSCOTING LOCATIONS

TYPE A

TOP STUD SECURED

TO STRUCTURE ABOVE

TYPE B TYPE C

FLOOR FINISH AS SCHEDULED

2X STUD AT 16" O.C.

INFILLED WITH SOUND

BATT INSULATION

(1) LAYER 5/8" HIGH IMPACT

RESISTANT GWB, EACH SIDE

QUARTER ROUND ON 2X6

PVC, BOTH SIDES,

BASEBOARD ON FIRST AND

SECOND FLOOR, UNLESS

NOTED OTHERWISE. SEE

INTERIORS FOR

WAINSCOTING LOCATIONS

TOP STUD SECURED

TO STRUCTURE ABOVE

BLOCK WALL INFILL AT

EXISTING BASEMENT WALLS,

TO MATCH ADJACENT

TYPE D

BLOCK WALL. SEE

STRUCTURAL FOR DETAILS

QUARTER ROUND ON 2X6 PVC

BASEBOARD ON FIRST AND

SECOND FLOOR, UNLESS NOTED

OTHERWISE. SEE INTERIORS

FOR WAINSCOTING LOCATIONS

TYPE E

FLOOR FINISH AS SCHEDULED

1/2" FIRE RATED SEALANT &

J-BEAD, BOTH SIDES TYP.

2X6 STUD AT 16" O.C.

INFILLED WITH SOUND

BATT INSULATION

(1) LAYER 5/8" FIRE RATED GWB,

EACH SIDE. IN BASEMENT USE

MOISTURE RESITANT DRYWALL.

QUARTER ROUND ON 2X6

PVC, BOTH SIDES,

BASEBOARD ON FIRST AND

SECOND FLOOR, UNLESS

NOTED OTHERWISE. SEE

INTERIORS FOR

WAINSCOTING LOCATIONS

SECURE BASE STUD TO

FLOOR STRUCTURE

TOP STUD SECURED

TO STRUCTURE ABOVE

1-HR

UL U305

1/2" ACOUSTICAL SEALANT &

J-BEAD, BOTH SIDES TYP.

SECURE BASE STUD TO

FLOOR STRUCTURE

SECURE BASE STUD TO

FLOOR STRUCTURE

TYPE F

FLOOR FINISH AS SCHEDULED

1/2" FIRE RATED SEALANT &

J-BEAD, BOTH SIDES TYP.

2X4 STUD AT 16" O.C.

INFILLED WITH SOUND

BATT INSULATION

(1) LAYER 5/8" FIRE RATED

GWB, EACH SIDE

QUARTER ROUND ON 2X6

PVC, BOTH SIDES,

BASEBOARD ON FIRST AND

SECOND FLOOR, UNLESS

NOTED OTHERWISE. SEE

INTERIORS FOR

WAINSCOTING LOCATIONS

SECURE BASE STUD TO

FLOOR STRUCTURE

TOP STUD SECURED

TO STRUCTURE ABOVE

FLOOR FINISH AS SCHEDULED

1/2" FIRE RATED SEALANT

& J-BEAD, TYP.

2-1/2" CH STUD @ 24"

O.C., 20 GA. INFILLED

WITH 1-1/2" BATT

INSULATION

(1) LAYER 5/8" FIRE RATED GWB. IN

BASEMENT USE MOISTURE

RESITANT DRYWALL.

QUARTER ROUND ON 2X6 PVC

BASEBOARD ON FIRST AND

SECOND FLOOR, UNLESS

NOTED OTHERWISE. SEE

INTERIORS FOR

WAINSCOTING LOCATIONS

TYPE G

TOP STUD SECURED

TO STRUCTURE ABOVE

SECURE BASE STUD TO

FLOOR STRUCTURE

(1) LAYER 1" FIRE RATED GWB

LINER PANELS. IN BASEMENT USE

MOISTURE RESITANT DRYWALL

1-HR

UL U415

SHAFT WALL

TYPE H

FLOOR FINISH AS SCHEDULED

2X6 STUD AT 16" O.C.

INFILLED WITH SOUND

BATT INSULATION

(1) LAYER 5/8" HIGH IMPACT

RESISTANT GWB, EACH SIDE

QUARTER ROUND ON 2X6

PVC, BOTH SIDES,

BASEBOARD ON FIRST AND

SECOND FLOOR, UNLESS

NOTED OTHERWISE. SEE

INTERIORS FOR

WAINSCOTING LOCATIONS

TOP STUD SECURED

TO STRUCTURE ABOVE

1/2" ACOUSTICAL SEALANT &

J-BEAD, BOTH SIDES TYP.

SECURE BASE STUD TO

FLOOR STRUCTURE

TYPE I

FLOOR FINISH AS SCHEDULED

2X STUD AT 16" O.C.

INFILLED WITH SOUND

BATT INSULATION.

EXISTING STUD WALL

TO REMAIN

(1) LAYER 5/8" HIGH IMPACT

RESISTANT GWB, EACH SIDE,

OVER 5/8" PLYWOOD ON ONE SIDE,

FULL EXTEND OF WALL. SEE

STRUCTURAL FOR ADDITIONAL

SHEER WALL INFORMATION.

QUARTER ROUND ON 2X6

PVC, BOTH SIDES,

BASEBOARD ON FIRST AND

SECOND FLOOR, UNLESS

NOTED OTHERWISE. SEE

INTERIORS FOR

WAINSCOTING LOCATIONS

TOP STUD SECURED

TO STRUCTURE ABOVE

1/2" ACOUSTICAL SEALANT &

J-BEAD, BOTH SIDES TYP.

SECURE BASE STUD TO

FLOOR STRUCTURE

TYPE J

FLOOR FINISH AS SCHEDULED

2X STUD AT 16" O.C.

INFILLED WITH SOUND

BATT INSULATION AT

INFILL LOCATIONS TO

MATCH EXISTING WALL

THICKNESS.

(1) LAYER 5/8" FIRE RATED

GWB, EACH SIDE

QUARTER ROUND ON 2X6

PVC, BOTH SIDES,

BASEBOARD ON FIRST AND

SECOND FLOOR, UNLESS

NOTED OTHERWISE. SEE

INTERIORS FOR

WAINSCOTING LOCATIONS

TOP STUD SECURED

TO STRUCTURE ABOVE

1/2" FIRE RATED SEALANT &

J-BEAD, BOTH SIDES TYP.

SECURE BASE STUD TO

FLOOR STRUCTURE

TYPE K

FLOOR FINISH AS SCHEDULED

2X4 STUD AT 16" O.C.

INFILLED WITH SOUND

BATT INSULATION

(1) LAYER 5/8" HIGH IMPACT

RESISTANT GWB, EACH SIDE

QUARTER ROUND ON 2X6

PVC, BOTH SIDES,

BASEBOARD ON FIRST AND

SECOND FLOOR, UNLESS

NOTED OTHERWISE. SEE

INTERIORS FOR

WAINSCOTING LOCATIONS

TOP STUD SECURED

TO STRUCTURE ABOVE

1/2" ACOUSTICAL SEALANT &

J-BEAD, BOTH SIDES TYP.

SECURE BASE STUD TO

FLOOR STRUCTURE

TYPE L

FLOOR FINISH AS SCHEDULED

1/2" ACOUSTICAL

SEALANT & J-BEAD, TYP.

(2) 2X6 STUDS

AT 16" O.C.

(1) LAYER 5/8" HIGH IMPACT

RESISTANT GWB

QUARTER ROUND ON 2X6 PVC

BASEBOARD ON FIRST AND

SECOND FLOOR, UNLESS

NOTED OTHERWISE. SEE

INTERIORS FOR

WAINSCOTING LOCATIONS

TOP STUD SECURED

TO STRUCTURE ABOVE

SECURE BASE STUD TO

FLOOR STRUCTURE

1/2" ACOUSTICAL

SEALANT & J-BEAD, TYP.

(1) LAYER 5/8" HIGH IMPACT

RESISTANT GWB, FINISH SIDE ON

FIRST AND SECOND FLOOR,

UNLESS NOTED OTHERWISE.

7/8" CHANNEL

FURRING…